


{"id":44465,"date":"2020-05-27T23:52:56","date_gmt":"2020-05-27T23:52:56","guid":{"rendered":"\/forum\/forums\/topic\/issues-with-ereinf-and-reinf264\/"},"modified":"2020-05-27T23:52:56","modified_gmt":"2020-05-27T23:52:56","slug":"issues-with-ereinf-and-reinf264","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/issues-with-ereinf-and-reinf264\/","title":{"rendered":"Issues with EREINF and reinf264"},"content":{"rendered":"<p>Hello, <\/p>\n<p><\/p>\n<p>I am trying to use EREINF command to embed my reinforcement in my solid concrete elements. I am currently not modeling any non-linearity.<\/p>\n<p><\/p>\n<p>When viewing results from a simple analysis there are erroneous graphs that make me doubt that the EREINF command is working properly. The reinforcements that are aligned in Z direction are showing bulging with large deformations which is very strange. I have 8 sets of reinforcement defined. 3 of them are in Z direction, all have similar erroneous results. The rest of them look fine.<\/p>\n<p><\/p>\n<p>All my solid elements are quad and I did not change any of them. The loading is displacement control in Y direction upwards.<\/p>\n<p><\/p>\n<p>I would be grateful if someone could take a look at my code and help me. I use version 2019 R1 Academic.<\/p>\n<p><\/p>\n<p>Thanks,<\/p>\n<p><\/p>\n<p>Attached are deformations from two sets of reinforcement (deckl and deckt) in my model.<\/p>\n<p><\/p>\n<p>This is the APDL code I used:<\/p>\n<p><\/p>\n<p>FINI<br \/>\/PREP7<br \/>*SET,MAT_ID,2002&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; !STEEL REBAR MATERIAL<\/p>\n<p>DENS_=7850.0<br \/>EX_=2.1E+5<br \/>NUXY_=0.3<\/p>\n<p>MP,DENS,MAT_ID,DENS_,<br \/>MP,EX,MAT_ID,EX_,<br \/>MP,NUXY,MAT_ID,NUXY_,<\/p>\n<p>AREA_3=71&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; ! #3<br \/>AREA_4=129&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; ! #4<br \/>AREA_5=200&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; ! #5<\/p>\n<p>*SET,NEWSEC3,3003<\/p>\n<p>SECTYPE,NEWSEC3,REINF,DISCRETE,n3<br \/>SECDATA,MAT_ID,AREA_3,MESH<\/p>\n<p>*SET,NEWSEC4,3004<\/p>\n<p>SECTYPE,NEWSEC4,REINF,DISCRETE,n4<br \/>SECDATA,MAT_ID,AREA_4,MESH<\/p>\n<p>*SET,NEWSEC5,3005<\/p>\n<p>SECTYPE,NEWSEC5,REINF,DISCRETE,n3<br \/>SECDATA,MAT_ID,AREA_5,MESH<\/p>\n<p>*SET,NEWTYPE,1002<br \/>ET,NEWTYPE,200,2<\/p>\n<p>CMSEL,S,NS_DECKL,ELEM&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; !!&nbsp;&nbsp;&nbsp; DECKL<br \/>EMODIF,ALL,TYPE,NEWTYPE<br \/>EMODIF,ALL,SECNUM,NEWSEC4<br \/>CMSEL,A,NS_CONC,ELEM<\/p>\n<p>EREINF<\/p>\n<p>ESEL,S,ENAME,,264&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; !!<br \/>CM,CM_DECKL,ELEM<\/p>\n<p>CMSEL,S,NS_DECKT,ELEM&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; !!&nbsp;&nbsp;&nbsp; DECKT<br \/>EMODIF,ALL,TYPE,NEWTYPE<br \/>EMODIF,ALL,SECNUM,NEWSEC4<br \/>CMSEL,A,NS_CONC,ELEM<br \/>EREINF<\/p>\n<p>ESEL,S,ENAME,,264&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; !!<br \/>CMSEL,U,CM_DECKL,ELEM<br \/>CM,CM_DECKT,ELEM<\/p>\n<p><\/p>\n<p>!!Here is the rest of the definition of reinforcement similar to the two above I removed for this post.<\/p>\n<p><\/p>\n<p>!&#8230;.<\/p>\n<p><\/p>\n<p>ESEL,S,ENAME,,200<br \/>EDEL,ALL<\/p>\n<p>ALLSEL,ALL<\/p>\n<p>FINI<br \/>\/SOLU<\/p>\n","protected":false},"template":"","class_list":["post-44465","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello, I am trying to use EREINF command to embed my reinforcement in my solid concrete elements. 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